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In: Civil Engineering

For a granular soil deposit, γ = 108.8 lb/ft3, w = 8%, Gs = 2.65. a)...

For a granular soil deposit, γ = 108.8 lb/ft3, w = 8%, Gs = 2.65.
a) Determine the void ratio, e, for this soil.
b) For this soil, it is determined that Dr = 70%. If emin = 0.57, what is emax for this soil? c) What would be the dry unit weight of this soil in its loosest state?
d) What would be the dry unit weight of this soil in its densest state?

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Soil collected from the site is found to have γ t = 18.5 k N / m 3 , w % = 8.6 % γt=18.5kN/m3,w%=8.6%, and G s = 2.67 Gs=2.67. After a heavy rainfall overnight, 10 % 10% increase in the degree of saturation S r Sr was observed. Determine:
Soil collected from the site is found to have γt=18.5kN/m3,w%=8.6%γt=18.5kN/m3,w%=8.6%, and Gs=2.67Gs=2.67. After a heavy rainfall overnight, 10%10% increase in the degree of saturation SrSr was observed. Determine: a. the degree of saturation SrSr of the soil before the rainfallb. the void ratio e of the soil before the rainfallc. The water content w\% after 10%10% increase in Srd. The unit weight γhγh after 10%10% increase in Sr
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